general notes and specifications: material ......all plumbing works shall be installed in accordance...

25000

50005000500050005000

25000

5000500050005000

1400

0

7000

7000

5000

FEDCBA

3

2

1

FEDCBA

3

2

1

SANITARY SEWAGE LAYOUTS C A L E M1 : 200

WATERLINE LAYOUTS C A L E M1 : 200

SECTION

SEPTIC TANK DETAILSS C A L E 1:20 MTS

300

100

1000

150

INLETCOMPARTMENT

SECONDARYCOMPARTMENT COMPARTMENT

TERTIARY

25

51

51

AIR SPACE 300

AIR SPACE

AIR SPACE

WATER LEVEL

WATER LEVEL

WATER LEVEL

200

1200

200

1600

1800 200 900 200 900 200200

4400

1550

51

PLAN

P-11

09 10

JMG

CFQ/JCC

2016PROJECT SCOPE:

Total Sheet No.:

Sheet No.:

LOCATION :

PROJECT NAME :

MATI AIRPORT DEVELOPMENT PROJECT (C.Y. 2015)

/

Sheet Content: Revisions:

Engineer IV, Project Development Service

Approved by:

JULIUS C. CARLOS

Checked by:REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF TRANSPORTATION AND

COMMUNICATIONS

PROJECT DEVELOPMENT SERVICE

UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,

ORTIGAS AVENUE, MANDALUYONG CITY 1555

The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.

DRAWN BY:

CHECKED BY:

DATE DRAWN:

DATE PRINTED:

DATE APPROVED:SCALE : AS SHOWNMATI, DAVAO ORIENTAL

2016

Prepared by:

2016

REHABILITATION OF EXISTING TERMINAL BUILDING1

WATERLINE LAYOUTS C A L E 1:50 MTS

ISOMETRIC

SANITARY SEWAGE LAYOUTS C A L E 1:50 MTS

ISOMETRIC

GENERAL NOTES AND SPECIFICATIONS:1. IT IS NOT INTENDED THAT THE DRAWINGS SHALL SHOW EVERY PIPE

FITTING, VALVE AND APPURTENANCE. ALL SUCH ITEMS WHETHER SPECIFICALLY MENTIONED OR NOT, OR INDICATED ON THE DRAWINGSSHALL BE FURNISHED AND INSTALLED IF NECESSARY TO COMPLETE THESYSTEM TO THE SATISFACTION OF THE OWNER.

2. ALL PLUMBING WORKS SHALL BE INSTALLED IN ACCORDANCE WITH THEPROVISION OF THE NATIONAL PLUMBING CODE OF THE PHILIPPINES, THEREQUIREMENTS OF THE LOCAL PLUMBING INSPECTION OFFICE, PERTINENTPROVISIONS OF THE UNIFORM BUILDING CODE AND THE NATIONAL BUILDING CODE OF THE PHILIPPINES.

3. COORDINATE THE DRAWING WITH OTHER RELATED DRAWINGS ANDSPECIFICATION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANYDESCREPANCY FOUND THEREIN.

4. ALL PIPES SHALL BE INSTALLED AS INDICATED ON PLANS, ANY RELOCATIONS REQUIRED FOR PROPER EXECUTION OF OTHER TRADESHALL BE WITH PRIOR APPROVAL OF THE ARCHITECT OR ENGINEER.

5. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATION OF ALL EXISTING PIPES ANDSTRUCTURES AS VERIFIED BY THE CONTRACTOR.

6. ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN 1% UNLESSOTHERWISE SPECIFIED.

7. SIZE OF WATER SUPPLY PIPES TO FIXTURES SHALL BE IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS.

8. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES AT THE SITE,COORDINATE THE WORKS WITH THE SEWER LINE EFFLUENT DISPOSALPOINT AND WATER LINE SERVICE CONNECTING POINT, UNLESS OTHERWISESPECIFIED.

MATERIAL SPECIFICATIONS:COLD WATER LINE SHALL BE POLYPROPYLENE RANDOM (PPR) TYPE 3 PIPE, "WAVIN EKOPLLASTIK" BRAND OR APPROVED EQUAL.

VENT PIPES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 1000, "NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL..

FITTING SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

SEWER LINES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 1000,"NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL. FITTINGS SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

STORMDRAINAGE LINES/DOWNSPOUT SHALL BE POLYVINYL CHLORIDE (PVC) SERIES 1000,

"ATLANTA" BRAND OR APPROVED EQUAL. FITTING SHALL BESOLVENT CEMENT JOINT TO ASTM D 2564. 250mmØ & ABOVEMATERIAL SHALL BE CONCRETE DRAIN PIPE (CDP) TONGUE@ GROOVE, MORTAR JOINTS, REINFORCEDFOR 300mmØ & LARGER.

AHU/FCU LINES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SERIES 600 II, "NELTEX", "ATLANTA" BRAND OR APPROVED EQUAL.

FITTINGS SHALL BE SOLVENT CEMENT JOINT TO ASTM D2564.

CHECK VALVES "GREAT VOLUME"," CRANE", "KITS", OR APPROVED EQUAL.

GATE VALVES "GREAT VOLUME","CRANE", "KITS", OR APPROVED EQUAL.

WATER METER "ARAD", "ASAHI" BRAND OR APPROVED EQUAL.

PLUMBING LEGEND:

M

WC

LAV

FD

CO

KS

CB

GATE VALVE

CHECK VALVE

WATER METER

COLD WATERLINE

WASTE PIPE

SOIL PIPE

VENT PIPE

CATCH BASIN

WATER CLOSET

LAVATORY

FLOOR DRAIN

CLEAN OUT

KITCHEN SINK

HOSE BIBBHB

SHOWER VALVESV

STORM DRAIN PIPE

LT LAUNDRY TRAY

FAUCETFSD SHOWER DRAIN

VENT PIPEVP

WP WASTE PIPE

SP SOIL PIPE

MV MAIN VENT

VENT STACK THRU ROOF

BT BATH TUB

CWR COLD WATER RISER

CWL

CP CONDENSATE PIPE

HRP HORIZONTAL

RAINWATER PIPING

DS DOWNSPOUT

FB FOOT BATH

VAC VENT ABOVE CEILING

FCO FLOOR CLEANOUT

UNDER FLOOR VENTUFV

VSTR

9. ALL FIXTURES SHALL BE INDIVIDUALLY VENTED.10. THE INVERT OF THE INLET PIPE OF A SEPTIC TANK SHALL BE AT A LEVEL

NOT LESS THAN 50.8mm (2") ABOVE THE INVERT OF THE OUTLET PIPE.11. TO PREVENT CONTAMINATION OF UNDERGROUND WATER SOURCE NO

SEPTIC TANK SHALL BE CONSTRUCTED LESS THAN 1.20m ABOVE THEWATER TABLE LEVEL.

12. ALL PIPE SIZE ARE IN MILLIMETERS AND ALL DIMENSIONS ARE IN METERSUNLESS OTHERWISE SPECIFIED.

13. MINIMUM SEWAGE PIPE SIZE SHALL BE AS FOLLOWS:SOIL PIPE 110mmØ (4"Ø)WASTE PIPE 63mmØ (2"Ø)VENT PIPES 63mmØ (2"Ø)DOWNSPOUT 63mmØ (2"Ø)

14. ALL PLUMBING INSTALLATION INCLUDED HEREIN SHALL BE UNDER THEDIRECT SUPERVISION OF A DULY REGISTERED AND LICENSED MASTERPLUMBER.

DS DOWNSPOUT

RD ROOF DRAIN

25000

5000 5000 5000 5000

1400

0

7000

7000

5000

5000

44004300

A B C D E F

FOUNDATION PLANS C A L E M1 : 150

PROPOSED

1

2

3

ROOF BEAM PLANS C A L E M1 : 150

PROPOSED

1

2

3

25000

5000 5000 5000 5000 5000

A B C D E F

COLUMN 1 DETAILS C A L E M1 : 10

BEAM 1 DETAILS C A L E M1 : 10

FOUNDATION PLANS C A L E M1 : 20

FOUNDATION SECTIONS C A L E M1 : 20

03

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Office of the Director

DAHICAN AIRPORT DEVELOPMENT PROJECT (C.Y. 2015)

REHABILITATION OF EXISTING TERMINAL BUILDING

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The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made

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The Columbia Tower, Ortigas Ave., Mandaluyong City, Metro Manila

Project Development Service

DEPARTMENT OF TRANSPORTATION AND COMMUNICATIONS

Republic of the Philippines

* AS SHOWN *

Approved by:

DEO LEO N. MANALOJULIUS C. CARLOS

Checked / Submitted by:


Prepared by:

Director, Project Development Service

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TRUSS 1 DETAILS C A L E M1 : 50






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* AS SHOWN *

Approved by:




Prepared by:


202

07

UNDER 600

UNDER 800

OPENING SIZE

REINFORCING BAR FOR SLAB OPENINGVERTICAL & HORIZONTAL

2-Ø12

4-Ø12

NOTE:

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* AS SHOWN *

Approved by:




Prepared by:


303

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general notes and specifications: material ......all plumbing works shall be installed in accordance...

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